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| 1 | Providing and Constructing temporary Island 11m diameter for Construction of Well Foundation for 5.5m dia Well.MoRT&H item S. no. 12.09,Technical Specification clause 1200 |
| 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and MoRT&H item S.no. 12.10,Technical Specification clause 1200 & 1900 |
| 3 | Renforced cement concrete M30 Grade in well foundation in Well curb complete as per Drawing and MoRT&H item S. no. 12.11 A (iii) ,Technical Specification clause 1200,1500 & 1700.(using batching plant & manual placing ) |
| 4 | Renforced cement concrete M30 Grade in well foundation in well steining complete as per Drawing and MoRT&H item S. no. 12.11 B (vii) Technical Specification clause 1200, 1500, & 1700 (using batching plant & manual placing ) |
| 5 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and MoRT&H item S. no. 12.12,Technical Specification clause 1200 . Depth of sinking is reckoned from bed level. 0 to 3.0m |
| 6 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and MoRT&H item S. no. 12.12,Technical Specification clause 1200 . Depth of sinking is reckoned from bed level. but 3 to 10m |
| 7 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and MoRT&H item S. no. 12.12,Technical Specification clause 1200 . Depth of sinking is reckoned from bed level. but 11 m |
| 8 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and MoRT&H item S. no. 12.12,Technical Specification clause 1200 . Depth of sinking is reckoned from bed level. but 12 m |
| 9 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and MoRT&H item S. no. 12.12,Technical Specification clause 1200 . Depth of sinking is reckoned from bed level. but 13 m |
| 10 | Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and MoRT&H item S. no. 12.12,Technical Specification clause 1200 . Depth of sinking is reckoned from bed level. but 14 m |
| 11 | Plain cement concrete M30 Grade in well foundation in bottom plug complete as per Drawing and MoRT&H item S. no. 12.11C(iii),Technical Specification clause 1200,1500 & 1700 (using batching plant concrete pump) |
| 12 | Plaincement concrete M 25 Grade in well foundation in intermediate plug complete as per Drawing and MoRT&H item S. no. 11D(ii),Technical Specification clause 1200,1500 & 1700 (using batching plant concrete pump) |
| 13 | Renforced cement concrete M 30 Grade in well foundation well cap complete as per Drawing and MoRT&H item S. no. 12.11 F(iii),Technical Specification clause 1200,1500 & 1700 (using batching plant & manual placing) |
| 14 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and MoRT&H item S. no. 12.42,Technical Specification clause 1600 |
| 15 | Sand Filling in Foundation Trenches as per Drawing & MoRT&H item S. no. 12.21,Technical Specification clause 1207 |
| 16 | Renforced cement concrete M 35 Grade in sub Structure complete as per Drawing and MoRT&H item S. no. 13.05H ,Technical Specification clause 1500,1700 & 2200 (using batching plant concrete pump) |
| 17 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure complete as per Drawing and MoRT&H item S. no. 13.06,Technical Specification clause 1600 & 2200 |
| 18 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and MoRT&H item S. no. 13.16,Technical Specification clause 2000 & 2200 |
| 19 | Furnishing and placing Reinforced cement concrete in super structure as per drawing and MoRT&H item S. no. 14.01D,Technical Specification clause 1500 1600 1700 (RCC/PSC Grade M-35 using batching plant Trasit) as per MoRT&H clause 14.01 |
| 20 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in super structure complete as per Drawing andMoRT&H item S. no. 14.02,Technical Specification clause 1600 |
| 21 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 22 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per Morth item S.no.-15.01B(i),Technical Specification clause.304 (Mechanical means ) |
| 23 | Plain Cement Concrete in Open Foundation complete as per Drawing and MORTH item S.no.15.11 A Case II ,Technical Specification clause. 1500, 1700 & 2100 (PCC Grade M15 using batching plant & manual placing) |
| 24 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORTH item S.no.15.11 G Case II ,Technical Specification clause. 1500, 1700 & 2100 and (RCC Grade M30 using batching plant, Transit Mixer & manual placing) |
| 25 | Reinforced cement concrete in for wall & slab etc complete as per drawing and MORTH item S.no.15.12 C,Technical Specification clause. 1500, 1700 & 2100 and (RCC Grade M30 using batching plant, Transit Mixer & Concrete Pump) |
| 26 | PCC M15 Grade leveling course below approach slab complete as per drawing and MORTH item S.no.14.10 Case II,Technical Specification clause. 2700 (PCC Grade M15 using batching plant & manual placing) |
| 27 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MORTH item S.no.14.11,Technical specification clause 1500, 1600, 1700 & 2704 (RCC Grade M30 ) |
| 28 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MORTH item S.no.14.04,Technical specification clause 2702 (RCC Grade M30) |
| 29 | Provision of an Reinforced cement concrete crash barrier at the bridge ecks & approaches to bridge tructures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars , expansion joints filled with pre-moulded asphalt filler board etc.and approved drawing and at locations directed by the Engineer, all as specified.MORTH item S.no. 14.15, Technical specification clause 800 (RCC Grade M35) |
| 30 | Drainage Spouts complete as per drawing and MORTH item S.no.14.09, technical specification. clause 2705 |
| 31 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and MORTH item S.no.13.08 ,Technical Specification clause. 2706 & 2200 |
| 32 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions. as per MoRT&H item S.no. 14.21 Technical specification clause 2607 |
| 33 | Back filling behind abutment, wing wall and return wall complete as per drawing and Morth item S.no. 13.09, Technical Specification 710.1.4 .of IRC:78 & 2200 |
| 34 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the equirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Morth item S.no. 13.10, |
| 35 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. As per Morth Specifiatiion Sr 15.21, Clause 800 |
| 36 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 37 | Supply & laying of N.P.-3 Hume Pipe 1000 mm Dia |
| 38 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with motor grader on prepaid surface mixing by mix in place method with front & loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 39 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORTH item S.no.12.08 E Case II ,Technical Specification clause. 1500, 1700 & 2100 and (RCC Grade M25 using batching plant, Transit Mixer & manual placing) |
| 40 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each and MORTH item S.no.16.04 ,Technical Specification clause. 2504 |
| 41 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and MORTH item S.no.16.05 ,Technical Specification clause. 2504 |
| 42 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and MORTH item S.no.16.04 ,Technical Specification clause. 2504 |
| 43 | Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. as per SOR SI.N0-6.1.1, Ch.No.-06 |
| 44 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. as per SOR SI.N0-4.1.8, Ch.No.-05 |
| 45 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. as per SOR SI.N0-4.1.3, Ch.No.-05 |
| 46 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. as per SOR SI.N0-13.4.1, Ch.No.-13 1- Cost of Maintenance of Road for Five Year will be paid as per ENC Letter no. 3689C-PRMC/Mul/ 23-24 date 17.02.20242- Maintenance cost includes all material, bitumen, labour and T&P etc.3- Payment of Maintenance shall be made as per final execution of civil work which may vary from the BOQ.4- bidder shall quote Rate including all taxes but excluding GST. Please Enable Macros to View BoQ information |
